JPH03186632A - Damping device for structure - Google Patents

Damping device for structure

Info

Publication number
JPH03186632A
JPH03186632A JP32275789A JP32275789A JPH03186632A JP H03186632 A JPH03186632 A JP H03186632A JP 32275789 A JP32275789 A JP 32275789A JP 32275789 A JP32275789 A JP 32275789A JP H03186632 A JPH03186632 A JP H03186632A
Authority
JP
Japan
Prior art keywords
hose
damper
lead
plate spring
thin plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP32275789A
Other languages
Japanese (ja)
Inventor
Hidemi Oyama
秀美 大山
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fujita Corp
Original Assignee
Fujita Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Fujita Corp filed Critical Fujita Corp
Priority to JP32275789A priority Critical patent/JPH03186632A/en
Publication of JPH03186632A publication Critical patent/JPH03186632A/en
Pending legal-status Critical Current

Links

Landscapes

  • Vibration Prevention Devices (AREA)
  • Vibration Dampers (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PURPOSE:To stabilize the performance as a damper and to improve the durability by sealing lead in a pressure tight hose in which a thin plate spring is disposed in parallel to a hose, and fitting both ends of a curved damper to the respective structures adapted to deform relatively. CONSTITUTION:When a relative displacement occurs between upper and lower structures in case of an earthquake, a damper A is curved, and the resistance force of lead 3 at the time of bending deformation is utilized as a damper so as to exhibit a damping effect. If a pressure tight hose is deformed unexpectedly, for example, twisted or the like, though the performance as a damper is not stable, the pressure tight hose 1 is deformed only in a fixed plane by a thin plate spring 2 and twisting and out-of-plane bending are restrained because the thin plate spring 2 is disposed in parallel to the hose in the pressure tight hose 1. The rigidity of the think plate spring 2 within a fixed plane is very little, and the resistance force when the hose 1 is bent is mainly dominated by lead 3. Since the lead 3 is sealed in the hose 1, no crack occurs, the bearing force is not lowered so as to improve the durability remarkably.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は鉛をダンパー材料として使用した構造物の制振
装置に係るものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a vibration damping device for a structure using lead as a damper material.

(従来の技術) 従来この種の制振装置は第8図に示す如く、鉛プラグ(
a)の両端を、上部構造物中)及び下部構造物(C)に
取付ボルト(d)を介して固定された取付フランジ(e
)に溶着して構成されていた。
(Prior art) Conventionally, this type of vibration damping device uses a lead plug (
Both ends of a) are fixed to the upper structure (in the upper structure) and the lower structure (C) via mounting flanges (e
).

図中(f)は鉛プラグの溶着部である。In the figure, (f) is the welded part of the lead plug.

(発明が解決しようとする課題) 前記従来の制振装置においては、鉛プラグの溶着に特殊
な技術を要し、しかも技能工が少なく生産性がよくない
(Problems to be Solved by the Invention) In the conventional vibration damping device, a special technique is required for welding the lead plug, and productivity is poor due to the lack of skilled workers.

また鉛プラグは耐久性があまりよくない。Also, lead plugs are not very durable.

本発明は前記従来技術の有する問題点に鑑みて提案され
たもので、その目的とする処は、鉛の特性が活用され、
且つ耐久性が改善された鉛をダンパー材として利用した
構造物の制振装置を提供する点にある。
The present invention was proposed in view of the problems of the prior art, and its purpose is to take advantage of the properties of lead,
Another object of the present invention is to provide a vibration damping device for a structure using lead as a damper material with improved durability.

(課題を解決するための手段) 前記の目的を達成するため、本発明に係る構造物の制振
装置は、耐圧ホース内に薄板ばねを同ホースと平行に配
設するとともに、同ホース内に鉛を封入して構成された
ダンパーを弯曲し、同ダンパーの両端部を夫々相対変形
を生じる各構造物に取付けて構成されている。
(Means for Solving the Problems) In order to achieve the above-mentioned object, a vibration damping device for a structure according to the present invention includes a thin plate spring disposed inside a pressure hose in parallel with the hose, and a thin plate spring inside the pressure hose. It is constructed by bending a damper made by enclosing lead, and attaching both ends of the damper to each structure that causes relative deformation.

(作用) 本発明は前記したように、耐圧ホースに鉛を封入して構
成されたダンパーを弯曲さセ、両端部を上部構造物中 に生起した相対変位によって前記ダンパーに曲げ変形を
生起した際の鉛の抵抗力がダンパーとして作用し、制振
作用が発揮される。
(Function) As described above, the present invention bends a damper constructed by enclosing lead in a pressure-resistant hose, and when bending deformation occurs in the damper due to relative displacement occurring in the upper structure at both ends. The resistive force of the lead acts as a damper, exerting a damping effect.

而して前記耐圧ホースには、同ホースと平行に薄板ばね
が配設されているので、前記ダンパーは一定の面内での
変形に拘束され、この変形方向内での薄板ばねの剛性は
僅かであるため、前記ダンパーのねじれ等、予定外の変
形が生起することがなく、ダンパーとしCの性能が安定
する。
Since the pressure hose is provided with a thin plate spring parallel to the hose, the damper is constrained to deform within a certain plane, and the stiffness of the thin plate spring within this deformation direction is small. Therefore, unexpected deformation such as twisting of the damper does not occur, and the performance of the damper C is stabilized.

また鉛は単独で繰返し変形させると、繰返し疲労により
亀裂が発生、成長して破断に至り、また亀裂の発生とと
もに抵抗力も低下してくるが、本発明においては、鉛が
耐圧ホースに封入されているので亀裂が発生せず、従っ
て耐力低下も生起せず、耐久性が向上する。
In addition, when lead is repeatedly deformed alone, cracks occur and grow due to repeated fatigue, leading to breakage, and as the cracks occur, the resistance also decreases, but in the present invention, lead is sealed in the pressure hose. Because of this, no cracks occur, and therefore no decrease in yield strength occurs, resulting in improved durability.

(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.

(1)は耐圧ホースで、例えば弗素樹脂よりなる内Ji
 (la)と、ワイヤ編組体よりなる外11 (lb)
とから構成され、内N (la)には薄板ばね(2)が
前記ホース(1)と平行に封入され、更に同ホース(1
)内に鉛(3)が封入されてダンパー囚が構成されてい
る。
(1) is a pressure-resistant hose, for example, made of fluororesin.
(la) and outer 11 (lb) made of wire braided body
A thin plate spring (2) is enclosed in the inner N (la) in parallel with the hose (1), and the hose (1) is
) is sealed with lead (3) to form the damper cap.

同ダンパー囚は倒U字状に弯曲され両端部が後述のよう
に上下構造物間取付けられる。
The damper is curved into an inverted U-shape, and both ends are attached between the upper and lower structures as described below.

前記ホース(1)の端部には鉛封入栓(4)が嵌装され
るとともに、ソケット(5)及びスリーブ(6)が装着
され、同ソケット(5)が取付部材(7)に螺着されて
いる。
A lead-filled plug (4) is fitted to the end of the hose (1), a socket (5) and a sleeve (6) are fitted, and the socket (5) is screwed into the mounting member (7). has been done.

同取付部材(7)にはナツト(8)が螺装され、何等か
の理由で耐圧ホース(1)内に空隙が生したとき、前記
取付部材(7)を締付は鉛封入栓(4)によって耐圧ホ
ース(+)内の鉛(3)を圧縮して空隙をなくすもので
ある。
A nut (8) is screwed into the mounting member (7), and if a gap occurs in the pressure hose (1) for some reason, the mounting member (7) can be tightened using a lead-filled plug (4). ) to compress the lead (3) in the pressure hose (+) to eliminate voids.

而して前記ダンパー四の両端部における取付部材(7)
が、夫々上下構造物(Blに固定された取付金具(9)
に固定される。
The mounting members (7) at both ends of the damper 4
However, the mounting brackets (9) fixed to the upper and lower structures (Bl)
Fixed.

図示の実施例は前記したように構成されているので、地
震時において上下構造物間に相対変位が生起したとき、
ダンパー囚が弯曲し、曲げ変形時の鉛(3)の抵抗力が
ダンパーとして利用され、制振効果が発揮されるもので
あるが、耐圧ホース(1)がねしれる等、予定外の変形
を生じるとダンパーとしての性能か安定しないが、前記
実施例においては薄板ばね(2)が耐圧ホース(1)内
に同ホース(1)と平行して配設されているので、同薄
板ばね(2)によって耐圧ホース(1)は一定の面内で
のみ変形し、ねじれや面外への曲がりが拘束される。前
記一定面内での薄板ばね(2)の剛性は僅小であり、前
記ホース(1)が曲げ変形したときの抵抗力としては鉛
(3)によるものが支配的である 第6図及び第7図はダンパー(4)の動きを示すもので
、上下構造物間に相対変位を生起したとき、第6図の(
AI)(Aりの部分は夫々第7図に示す如く(Ai) 
(A幻の位置に移動する。(^、)は直線部分であった
ものであるが、(Ailに示す如く弯曲部分になり、(
A2)は弯曲部分であったものであるが、(Ailに示
す如く直線部分になり、そしてこのときのダンパー囚の
抵抗力は鉛(3)によるものが支配的であり、直線部分
が弯曲部分に、弯曲部分が直線部分に塑性変形すること
によって得られるものである。
Since the illustrated embodiment is configured as described above, when relative displacement occurs between the upper and lower structures during an earthquake,
When the damper is bent, the resistance force of the lead (3) during bending deformation is used as a damper to exert a damping effect, but unplanned deformation may occur, such as the pressure hose (1) being twisted. If this occurs, the performance as a damper will be unstable, but in the above embodiment, the thin plate spring (2) is disposed in the pressure-resistant hose (1) in parallel with the hose (1), so the thin plate spring (2) 2) allows the pressure hose (1) to deform only within a certain plane, and is restrained from twisting or bending out of plane. The rigidity of the thin plate spring (2) within the certain plane is very small, and when the hose (1) bends and deforms, the resistance force due to lead (3) is dominant. Figure 7 shows the movement of the damper (4), and when a relative displacement occurs between the upper and lower structures, (
AI) (Ai) (Ai) (Ai)
(Move to the phantom position of A. (^,) was a straight part, but it became a curved part as shown in (Ail), and (
A2) was a curved part, but it became a straight part as shown in (Ail), and the resistance of the damper prisoner at this time was dominated by lead (3), and the straight part became a curved part. In other words, it is obtained by plastically deforming a curved portion into a straight portion.

また前記したように鉛は単独で繰返し変形さ廿ると、繰
返し疲労によって亀裂が発生、成長して破断に至る。ま
た亀裂の成長とともに抵抗力が低下するが、前記実施例
においては鉛(3)が耐圧ホース(1)に封入1.拘束
されているので亀裂が発生ずることがなく、耐力低下も
生起せず、耐久性が著しく向上する。
Further, as described above, when lead is repeatedly deformed by itself, cracks occur and grow due to repeated fatigue, leading to breakage. In addition, as the crack grows, the resistance decreases, but in the above embodiment, lead (3) is sealed in the pressure hose (1). Since it is restrained, no cracks will occur, no reduction in yield strength will occur, and durability is significantly improved.

なお耐圧ホース(1)として図示の実施例においては弗
素樹脂よりなる外層とワイヤ編組体よりなる内層とから
構成された耐圧ホースが使用されているが、ゴム層とワ
イヤkjA組体よりなる補強層とを数層重合したゴムホ
ースを使用してもよく、両者共、可撓性を有し、内圧に
対してホース内の体積変化が殆んど無視できるものであ
る。
In the illustrated embodiment, the pressure hose (1) is a pressure hose composed of an outer layer made of a fluororesin and an inner layer made of a wire braided body. A rubber hose made of several layers of polymerized rubber may be used, and both have flexibility, and changes in volume within the hose relative to internal pressure can be almost ignored.

また前記薄板ばね(2)は鉛(3)(3)間に封入され
てもよい、(第5図参照) (発明の効果) 本発明に係る構造物の制振装置は、薄板ばねがホースと
平行に配設された耐圧ホース内に鉛を封入してI或した
ダンパーを弯曲し、同ダンパーの両端部を夫々相対変形
を生じる各構造物に取付けて構成されているので、地震
時における前記構造物間に生起した相対変位によるダン
パーの弯曲に伴なう、鉛の曲げ変形時の抵抗力がダンパ
ーとして利用され、制振効果が発揮されるとともに、前
記薄板ばねによって前記ダンパーは一定の面内でのみ変
形し、安定した減衰性能が得られる。
Further, the thin plate spring (2) may be sealed between the lead parts (3) (3) (see Fig. 5). The damper is curved by enclosing lead in a pressure-resistant hose placed parallel to the damper, and both ends of the damper are attached to each structure that undergoes relative deformation. The resistance force during bending deformation of the lead due to the curvature of the damper due to the relative displacement that occurs between the structures is used as a damper to exert a damping effect, and the thin plate spring allows the damper to maintain a constant level. Deforms only within the plane, providing stable damping performance.

更に前記鉛は耐圧ホース内に封入され、拘束されている
ので、耐力低下を生起することなく、耐久性が格段に向
上するものである。
Furthermore, since the lead is sealed and restrained within the pressure-resistant hose, durability is significantly improved without causing a decrease in proof strength.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明に係る構造物の制振装置に使用されるダ
ンパーの部分縦断面図、第2図はその側面図、第3図は
その縦断側面図、第4図はその取付状態を示す平面図、
第5図は前記ダンパーの他の実施例を示す縦断側面図、
第6図及び第7図は前記ダンパーの動きを示す平面図、
第8図は従来の鉛ダンパーを使用した構造物の制振装置
を示す側面図である。 囚・・・ダンパー    (81・・・構造物、(1)
・・・耐圧ホース、  (2)・・・Fi +Iiばね
、(3)・・・鉛、 (7)・・・取付部材。
Fig. 1 is a partial longitudinal sectional view of a damper used in the vibration damping device for structures according to the present invention, Fig. 2 is a side view thereof, Fig. 3 is a longitudinal sectional side view thereof, and Fig. 4 shows its installed state. A plan view showing,
FIG. 5 is a vertical sectional side view showing another embodiment of the damper;
6 and 7 are plan views showing the movement of the damper,
FIG. 8 is a side view showing a vibration damping device for a structure using a conventional lead damper. Prisoner...Dumper (81...Structure, (1)
...Pressure hose, (2)...Fi +Ii spring, (3)...Lead, (7)...Mounting member.

Claims (1)

【特許請求の範囲】[Claims] 耐圧ホース内に薄板ばねを同ホースと平行に配設すると
ともに、同ホース内に鉛を封入して構成されたダンパー
を弯曲し、同ダンパーの両端部を夫々相対変形を生じる
各構造物に取付けてなることを特徴とする構造物の制振
装置。
A thin plate spring is placed in a pressure-resistant hose parallel to the hose, a damper made of lead sealed in the hose is curved, and both ends of the damper are attached to each structure that causes relative deformation. A vibration damping device for a structure, which is characterized by:
JP32275789A 1989-12-14 1989-12-14 Damping device for structure Pending JPH03186632A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32275789A JPH03186632A (en) 1989-12-14 1989-12-14 Damping device for structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32275789A JPH03186632A (en) 1989-12-14 1989-12-14 Damping device for structure

Publications (1)

Publication Number Publication Date
JPH03186632A true JPH03186632A (en) 1991-08-14

Family

ID=18147305

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32275789A Pending JPH03186632A (en) 1989-12-14 1989-12-14 Damping device for structure

Country Status (1)

Country Link
JP (1) JPH03186632A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59217877A (en) * 1983-05-25 1984-12-08 多田 英之 Earthquake-proof apparatus having attenuating mechanism

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59217877A (en) * 1983-05-25 1984-12-08 多田 英之 Earthquake-proof apparatus having attenuating mechanism

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